2000-188 ORDINANCE NOdOOO-- I
AN ORDINANCE ACCEPTING COMPETITIVE BIDS AND AWARDING AN ANNUAL
CONTP0tCT FOR THE INSTALLATION OF UNDERGROUND UTILITIES, PROVDING FOR
THE EXPENDITURE OF FUNDS THEREFORE, AND PROVIDING AN EFFECTIVE DATE
(BID 2491- ANNUAL CONTRACT FOR ELECTRIC UNDERGROUND SERVICES
INSTALLATION AWARDED TO BARCO CONSTRUCTION, INC, DBA REEVES
ENTERPRISES AS LISTED BELOW
WHEREAS, the City has solicited, recewed and tabulated competmve bids for the purchase
of necessary materials, equipment, supphes or services ~n accordance w~th the procedures of STATE
law and City ordmances, and
WHEREAS, the City Manager or a designated employee has rewewed and recommended
that the hereto described Nds are the lowest responsible Nds for the materials, eqmpment, supplies
or servmes as shown m the "Bid Proposals" submitted therefore, and
WHEREAS, the C~ty Council has prowded in the City Budget for the appropriation of funds
to be used for the purchase of the materials, equipment, supphes or services approved and accepted
herem, NOW, THEREFORE,
THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS
SECTION I That the numbered items in the following numbered bids for materials,
eqmpmont, supphes, or services, shown in the "B~d Proposals" hsted hereon, and on file ~n the
office of the Purchasmg Agent, are hereby approved
BID ITEM
NUMBER NO VENDOR AMOUNT
2491 ALL Barco Construction, Ine Exhibit A
dba Reaves Enterprises
~ That by the acceptance and approval of the above numbered ~tems of the
submitted Nds, the City accepts the offer of the persons submitting the bids for such ~tems and
agrees to purchase the materials, eqmpment, supplies or services m accordance with the terms,
spemfieatlons, standards, quantities and for the specified sums contmned in the Bid Invitations, Bid
Proposals, and related documents
SECTION III That should the City and persons subrmtt~ng approved and accepted ~tems
and of the submitted bids wmh to enter rote a formal written agreement as a result of the acceptance,
approval, and awarchng of the bids, the City Manager or Ns demgnated representative is hereby
authorized to execute the written contract whmh shall be attached hereto, provided that the written
contract is in accordance with the terms, conditions, specfficatlons, standards, quantities and
specified sums contmned m the Bid Proposal and related documents herein approved and accepted
SECTION IV That by the acceptance and approval of the above numbered xtems of the
submitted bids, the City Council hereby authorizes the expenditure of funds therefor in the amount
and ~n accordance with the approved bids or pursuant to a written contract made pursuant thereto as
authorized herem
SECTION V That this ordinance shall become effective lmmedmtely upon ~ts passage and
approval
PASSED AND APPROVED this ~ day of ~ ,2000
EULINE BROCK, MAYOR
ATTEST
JENNIFER WALTERS, CITY SECRETARY
APPROVED AS TO LEGAL FORM
HERBERT L PROUTY, CITY ATTORNEY
2491 SUP
EXHIBIT A
Bid Number 2491
Est/ Eval /
ID Descrlptaon Umt
Cost
Excavation and Backfill
D1 Trench with Trencher 6" w~de by 30" deep Ft 70,000 35,000
D2 Trench with Trencher 6" w~de by 48" deep Ft 100 000 125,000
D3 Trench with Trencher 6" wide by 60" deep Ft 5,000 7,500
D4 Trench with Backhoe 18" wide 48" deep Ft 178,000 356,000
D5 Trench w~th Backhoe 18" wide 60" deep Ft 10,000 25,00C
D6 Trench With Backhoe 18" w~de 72" deep Ft 30,000 90,00C
D7 French with Backhoe 18" w~de 84" deep Ft 1,000 4,00C
D8 French w~th Backhoe 18" wide 96" deep Ft 1,000 5,00C
D9 Trench with Backhoe 24" w~de 48" deep Ft 1,000 2,00C
D10 Trench with Backhoe 24" w~de 60" deep Ft 15,000 37,50C
D11 Trench with Backhoe 24" wide 72" deep Ft 5,000 15,00£
D12 Trench w~th Backhoe 24" wide 84" deep Ft 5,000 20,00(
D13 Trench with Backhoe 24" w~de 96" deep Ft 1,000 5,00(
D14 Trench w~th Backhoe 36" wtde 48" deep Ft 1,000 2,00(
D15 Trench wlth Backhoe 36 w~de60 deep Ft 1,000 2,500
Dl6 ?reneh w~th Backhoe 36" wide 72" deep Ft 1,000 3,000
D17 Trench with Backhoe 36" wxde 84" deep Ft 1,000 4,000
D18 Trench w~th Backhoe 36" w~de 96" deep Ft 100 1,000
Dl9 Spec~alltreneherfortrenchmgmrock, 6 w~dth Ft 2,000 5,000
D20 Rock Adder, Backhoe 18" W~dth, Cutting & Jack Hammer Ft 100 300
D21 Rock Adder, Backhoe 24" Wxdth, Cutting & Jack Hammer Ft 100 300
D22 Rock Adder, Backhoe 36" Width, Cuing & Jack Hammer Ft 100 300
D23 Rock Adder, Backhoe 18" Width, Large Rock Quantxty Ft 1,00C 3,000
D24 Rock Adder, Backhoe 24" Wxdth, Large Rock Quantity Ft 50C 1,500
D25 Rock A, dder, Backhoe 36" W~dth, Large Rock Quanttty Ft 10C 300
D26 Hand Daggmg 30" deep Ft 10C 2,000
D27 Hand Digging 48" deep Ft 35 700
D28 Concrete Backfill of Trench Excavated by Backhoe CY 1,20~ 300
D29 Concrete Backfill of 6" Trench CY 2,00£ 1,500
D30 Mechamcal Tamping of Trench Excavated by Backhoe Ft 2,00£ 2,000
n Barco
~ Est/ Eval /
ID Description Unit
Qty Cost
I
Directlo;nal Boring
DB1 Bore 2" ~DR 13 5 Duet Ft 400 3,200
' DB2 Bore 2 & 1/2" SDR 13 5 Duct Ft 400 3,200
DB3 Bore Y' SDR 13 5 Duct Ft 100 800
DB4 Bore 4" SDR 13 5 Duct Ft 500 6,000
DB5 Bore 6" SDR 13 5 Duct Ft 50C 6,000
Combinations
DB6 One 6", and One 2" SDR 13 5 Duet Ft 20£ 4,000
)B7 One 6", iOne 4" and One 2" SDR 13 5 Duet Ft 20(2 5,000
DB8 Two 2" SDR 13 5 Duct Ft 20( 2,400
Straight Line Boring (Optional)
SL1 Bore 6" Dirt Ft 100 1,200
SL2 Bore 8" Dirt Ft 100 1,800
SL3 Bore 10" Dirt Ft 100 1,800
SL4 Bore 12" D~rt Ft 100 2,400
SL5 Bore 14" Dirt Ft 100 2,800
SL6 Bore 16" Dirt Ft 100 3,20C
SL7 Bore 18 Du-tWltheasmgtoTXDOTStd Ft 100 5,40C
SL8 Bore 20 Dirt With easing to TXDOT Std Ft 500 30,00C
SL9 Bore 2"Rock Ft 100 1,20{2
SL10 Bore 4" Rock Ft 100 1,40{2
SLll Bore 6"'Rock Ft 100 1,80(
~LI2 Bore 8" Rock Ft 100 2,80(
SL13 Bore 16" Rock Ft 100 3,00(
SL14 Bore 12" Rock Ft 100 3,400
Conduit Installation m 6" Wide Trench
CT1 Conduit 1" PVC Ft 3,000 900
CT2 Condml: 2" PVC Ft 112,000 52,640
CT3 Con&ut 2 & 1/2 "PVC Ft 2,000 1,000
CT4 Conduit 3" PVC Ft 100 50
CT5 Conduit 4" PVC Ft 21,000 11,550
CT6 One 1" PVC Conduit and One 2& 1/2" PVC Conduit 70,000 45,500
CT7 Condm~ 1" PVC 90 degree sweep Ea 200 800
CT8 Conduit 2" PVC 90 degree sweep Ea 900 3,600
CT9 Conduit 2 & 1/2" PVC 90 degree sweep Ea 2,500 10,000
CTI0 Con&ut 3' PVC 90 degree sweep Ea
CT11 Conduit 4" PVC 90 degree sweep Ea 25C 1,250
CT12 Conduit 2" PVC 45 degree sweep Ea 20{2 800
CT13 Con&ut 2 & 1/2" PVC 45 degree sweep Ea 20{2 800
CT14 Conduit 3" PVC 45 degree sweep Ea 4
CT15 Conduit 4" PVC 45 degree sweep Ea 65 325
CT16 Conduit 4" PVC 22 & 1/2 degree sweep Ea 8( 400
I Est/ Eval /
ID Description Umt Qt~ Cost
I
Multlpl~ Conduit Installations in 18" to 36" Trench
CB1 Condmt iq" PVC Ft 1,000 300
CB2 Addmor/al 1" PVC Condmt in Traneh Ft 1013 30
CB3 Condmt2" PVC Ft 15,0013 7,050
CB4 Adthttonul 2" PVC Condmt in Trench Ft 2,0013 940
CB5 Conduit'2 & 1/2" PVC Ft 1,0013 500
CB6 Additional 2 & 1/2" PVC Conduit in Trench Ft 1,00C 500
CB7 Condmt,3 PVC Ft 10C 50
CB8 Addmonul 3" PVC Condmt in Trench Ft 10£ 50
CB9 Conthuti4" PVC Ft 20,00£ 11,000
CB10 Addltm~ul 4" PVC Conduit In Trench Ft 20,00( 11,000
CBll Condmtl6" PVC Ft 20,00( 22,000
CB12 Addittonal 6" PVC Conduit in Trench Ft 12,00( 13,200
CBI3 Bank of two 6", two 4", and two 2" Ft 2,000 8,4013
CB14 Bank of[three 6", three 4", and three 2" Ft 1,000 6,250
CB15 Conduit 1" PVC 90 degree sweep Ea 10 413
CBI6 Eondmt, 2" PVC 90 degree sweep Ea 45 1813
CB17 Conduit 2 & 1/2" PVC 90 degree sweep Ea 5 2C
CB18 Condm~3" PVC 90 degree sweep Ea 1 4
CB19 Conduit 4" PVC 90 degree sweep Ea 125 625
CB20 Conduit 6" PVC 90 degree sweep Ea 50 30C
CB21, Condm~ 2" PVC 45 degree sweep Ea 20 8C
I
CB22 Condm~ 2 & 1/2 "PVC 45 degree sweep Ea 5 2£
CB23 Condm( 3" PVC 45 degree sweep Ea 1
CB24 Condm~ 4" PVC 45 degree sweep Ea 200 1,000~
CB25 Condm~ 6" PVC 45 degree sweep Ea 20 120
CB26 Condm{ 4" PVC 22 & 1/2 degree sweep Ea 20 100
CB27 Conduit 6" PVC 22 & 1/2 degree sweep Ea 20 120
I
Prlmar;v and Secondary Conductor Instullatlon
(~u UF SOL, 12/2 awg Secondary Ft 10,0013 2,500
CI1
Cable,
CI2 Cable, Al' 2/0 2/0 #1 Secondary Ft 2,9013 290
CI3 Cable, Al 4/0 4/0 2/0 Secondary Ft 90,0013 45,000
CI4 Cable, Gu 250 250 4/0 Secondary Ft 10,00C 8,000
CI5 Cable, ~ 2 A1 15 kV Single P, hase Pull Ft 70,00C 35,000
CI6 Cable,//4/0 Al 15 kV Single Phase Pull Ft 9,00C 5,400
CI7 Cable, ~2 A1 15 kV Three Phase Pull Ft 1,00C 600
CI8 Cable, ~ 4/0 Al 15 kV Three Phase Pull Ft 7,00£ 10,500
CI9 Cable, 250 MCM Cu 15 kV Three Phase Pull Ft 10( 200
CI10 Cable, 500 MCM Cu 15 kV Three Phase Pull Ft 2,00( 4,000
CI11 Cable, 750 MCM Cu 15 kV Three Phase Pull Ft 1,00( 3,000
i Est/ Eval /
ID Description Unit Qt~ Cost
TerminAtions
T1 Elbow, Loadbreak #2 AL 220 mil 15 kV Ea 500 17,500
T2 Elbow, I~oadbreak #4/0 AL 220 mil 15 kV Ea 50 1,750
T3 Elbow, T Nonloadbreak 250 MCM 15 kV Ea 3 90
T4 Elbow, T Nonloadbreak 500 MCM 15 kV Ea 3 90
T5 Elbow, T Nonloadbreak 750 MCM 15 kV Ea 3 90
T6 Termma~on Rack / Utihty Pole single phase # 2 Ea 35 1,750
T7 Termmatmn Rack / Utility Pole vee phase # 2 Ea 4 240
T8 Termtua~on Rack / Utility Pole 3 phase # 2 Ea 12 g40
T9 Terrain*on Rack / Utflxty Pole single phase #4/0 Ea 50
T10 Termmataon Rack on a Utility Pole roe phase # 4/0 Ea 60
T11 Termm~hon Rack on a Utility Pole 3 phase # 4/0 Ea 70
T12 Termma~aon Rack on a Utility Pole 3 phase 250MCM Ea 50
T13 Termma~aon Rack on a Utility Pole 3 phase 500 MCM Ea 60
T14 Termin~tion Rack on a Utlhty Pole 3 phase 750MCM Ea 1, 70
Arreste~'s
A1 Arreste~ Elbow, 10 kV Ea 200 1,000
I
A2 Arrested, Busing Stand 10 kV Ea 25
A3 Arrestor, Parking Stand 10 kV Ea 3 15
Manholes and Vaults
VI ¢ Way Manhole 12' X 12' X 9' / 3' of Covar Ea 3 7,50fl
V2 3 Way Mm~hole 12' X 10' X 9~ / 3' of Cov*r Ea 2 5,00fl
V3 Addmo~'tal foot of cover for 4 Way or 3 Way to 6' Ft 1 2512
V4 F~bergl~ss Vault 4'W X 4'D x 8'L Surface Mount Ea 2 80(3
V5 Flbergl~,ss Vault 4'W X 4'D x 6'L Surface Mount Ea 2 70C
V6 Fibergl~ss Vault 4'W X 4'D x 5'L Surface Mount Ea 2 60C
V7 Flbergh ss Vault 4'W X 4'D x 4'L Surface Mount Ea 2 50C
V8 Flbergl~ss Box 13"W X 18"D x 24"L Surface Mount Ea 12 1,20£
V9 Flberglgss Box 12"W X 12"D x 12"L Surface Mount Ea 12 90£
V10 Flberglflss Sleeve, Pn ConneeUon Cabinet 1 Phase Ea l
V11 Fabergh'ss Sleeve, Pta Conneetmn Cabinet 3 Phase Ea 1 20£
V12 Excava, ton to Acces side of a Manhole Ea 4 80(
V13 Exoava' ton to Aeces side cfa Vault Ea 2 15(
V14 6" Cone mt Entry into Manhole Ea 6 360
V15 4" Corn tut Entry into Manhole Ea 6 240
V16 2 1/2" Conduat Entry into Manhole Ea 6 150
V17 2" Condtut Entry rote Manhole Ea 6 120
V18 6" Conduat Entry rote Vanlt Ea 6 360
V19 4" Con,tut Entry rote Vault Ea 6 240
V20 2 1/2" ¢ondtut En~3' into Vault Ea 6 150
V21 2" Corn.mt Entry into Vault Ea 6 120
V22 Cohere e Blocking of Condtuts entenng a Manhole CY 7C 53
Est/ Eval !
ID Description ~mt
Cost
FoundaUons
PI Transformer Pad 48" X 54# Ftharcrete Ea 2501 28,123
P2 Sw~teh Gear PUd T x 7' x 3' Ea 11 5,500
Equipment
El Secondary Connection Pedestal Ea 450 21,15~]
E2 Single Phase Transformer on Pad Ea 250 31,25C
E3 ~hree Phase Transformer on Pad Ea 4 50C
E4 Sw~tch Gear on Pad Ea 11 1,375
E5 Primary I Phase Sect~onahzmg Pedestal on Sleeve Ea 1 125
E6 Pnma~y 3 Phase SecUonahzmg Pedestal on Sleeve Ea 1 122
Fiber
F1 Place Overhead Fiber Motor 2,00~ 6,00(
F2 Pull Fl~or m Condmt Meter 2,00~ 7,00(
Dther
O1 20 Ft COncrete Polo and Street L~ght, 976 pounds Ea 30C 45,000
02 35 Ft Concrete Pole and Strut L~ght 1,750 pounds Ea 12 1,800
03 ¢5 Ft Fiberglass Pole and S~et L~ght Ea 600
04 Place Fault Indicator Single Phase Ea 2-~ 123
05 Place Fault Indtoator Three Phase Ea ~ 10